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I � 0 � � <br /> STHD14 � 2P3 -7�/2" I I N S6.0 D2 -71/z" I SLAB � � - �� � SLAB I � � O . <br /> � S6.0 D2 2P3 L-------J TE T �------� `� 56.0 D2 L----J `� � � LL <br /> � o � � <br /> L____ ________________________________ <br /> 3%2�t 2P3 �,_�» ��_��� N 4 2P3 - 4�� (� <br /> CONC. 8'-3" 3'-8" ��_6�� 8,_3„ ��_6�» 3,_8„ �,_6�» M o <br /> SLAB W -' <br /> 4; � <br /> �1,� 4�_6�, ��,6» 2�-9'� 16'-3° 2'-6" 3�_��» -3' 2'-Q" 10'-3" 1'-10�� 4'-0" 11'-4" 4'-0" � 11 <br /> � <br /> 6�_�°� 25'-7�2» � 19'-0" 15-4" 15' d� <br /> � <br /> T <br /> 68'-8° <br /> 111'-S�� <br /> 0 � <br /> � <br /> � � <br /> � <br /> BUILDING TYPE F FOUNDATI�N PLAN � � <br /> O � <br /> _ � <br /> � 1/4"=1'-0" BUILDINGS 2-4,11,12,15,25 & 31 � � <br /> � � <br /> � _ � <br /> __ Wc� .� U <br /> t� a� � � <br /> � � � <br /> FOOTING SCHEDULE 0- p � 3 � <br /> � � � � <br /> J � � L <br /> FTG. SIZE DEPTH REINFORCING REMARKS � � L 0 <br /> � 18" x 18" jp" �3) #4.EA. � O ; Z <br /> FOUNDATION NOTES `� WAYBQT <br /> 1- W � <br /> .�., o <br /> ._ � <br /> +33" ELEVATION AT TOP OF CONCRETE ----� LOCATION OF DOWNSPOUT; REFER TO SHEETS S6.0 FOR TYPICAL FOUNDATION DETAILS. � � <br /> PROVIDE TIGHTLfNE AND RISER BOOT � <br /> +20" FINISH SLAB ELEVATION REFER TO GENERAL STRUCTURA.L NOTES SHEETS S1.0 & S1.1 FOR O <br /> F.O.C. FACE 0� CONCftETE ADDfTIONAL REQUIREMENTS. 0 a <br /> � GROUT REQUIRED C�? POST BASE CONCftETE CURBS/STEMS ARE 8" UNLESS NOTED. � <br /> ,,,,,,,,,,,,,,,,, PORCH SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THfCKNESS. <br /> R-10 PERIMETER fNSULATiON c� � <br /> REINFORCE W1TH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB, PR�VIDE PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL � <br /> O SPREAD FOOTfNG TYPE – REFER TO 10 MIL VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAfNING BUILDINGS. MAY BE OMfTTED PER CIVIL AND GEOTECH APPROVAL � <br /> ,� SCHEDULE GRAVEL OVER �IRM NATIVE SOILS OR STRUCTURAL F1LL COMPACTED � � _ <br /> TO 95% MAXIMUM DRY DENSfTY. SLOPE EXTERIOR SLABS 1 8 FT AWAY FROM BUILDING. � <br /> sw# SHEARWALL TYPE – RE�ER TO 11/S1.2 FOR � � ., Joh No.: '13-47 <br /> ANCHOR BOLTS BOTTOM OF ALL TURN DOWN EDGES SHALL BE 18" MINIMUM BELOW o <br /> �— HD � H�LDOWN TYPE – REFER TO SCHEDULE 6/S1.3 ADJACENT GRADE UNLESS OTHERWISE NOTED. � Sheet No.: <br /> � <br /> m <br /> , � � � <br /> � <br /> rt <br /> Sheet Order: /4 B U F R E S D I �. <br /> _ <br />